Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.0 LAccepted-Finance | ₹2.0 L | L1 | Accepted-Finance ACCEPTED |
| 2 | L2₹2.1 L+₹6,933.65 (3.42%)Accepted-Finance VISHNU PRABHA HOUSE KAVIL P O NADUVANNUR VIA KOYILANDY KOZHIKODE DISTRICT KERALA 673614 | KOZHIKODE | KERALA | 673614 | ₹2.1 L+₹6,933.65 (3.42%) | L2 | Accepted-Finance ACCEPTED |
| 3 | L3₹2.1 L+₹11,334.96 (5.59%)Accepted-Finance | ₹2.1 L+₹11,334.96 (5.59%) | L3 | Accepted-Finance ACCEPTED |
| 4 | L4₹2.1 L+₹11,523.17 (5.68%)Accepted-Finance | ₹2.1 L+₹11,523.17 (5.68%) | L4 | Accepted-Finance ACCEPTED |
| 5 | L5₹2.3 L+₹30,450.42 (15.0%)Accepted-Finance KALPATHUR | ₹2.3 L+₹30,450.42 (15.0%) | L5 | Accepted-Finance ACCEPTED |
| Sl No | Description | Qty | Unit | KARUNAKARAN P L4 | Nirjas L3 | RAHUL C M L1 | RLCCS ltd L5 | C P SREEKUMAR L2 |
|---|---|---|---|---|---|---|---|---|
| 1.00CONCRETING | ||||||||
| 1.00 | 3.15.1:Compacting Original Ground (i) Compacting original ground supporting embankment Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. | 24.57 | cum | 12.51 ₹307.37 | 14 ₹343.98 | 11 ₹270.27 Lowest | 12 ₹294.84 | 12.2 ₹299.75 |
| 1.00 | 4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil. | 16.38 | cum | 1,929.39 ₹31,603.41 | 1,800 ₹29,484 Lowest | 1,825 ₹29,893.5 | 2,100 ₹34,398 | 1,888 ₹30,925.44 |
| 1.00 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 24.57 | cum | 7,422.89 ₹1,82,380.41 | 7,500 ₹1,84,275 | 7,025 ₹1,72,604.25 Lowest | 8,080 ₹1,98,525.6 | 7,264 ₹1,78,476.48 |
Tender Value
₹2.5 L
EMD Value
₹6,340
Closing Date
10 Sept 2026, 11:00 amClosed
ASSISTANT ENGINEER ,MOODADI GP
ASSISTANT ENGINEER ,MOODADI GP
ROAD
2026_LSGD_867308_7
AE/MDY/TENDER/01/P/2026-27
Open Tender
Civil Works - Roads
Item Rate
MOODADI
Please refer Tender documents.
8 documents required · 8 mandatory
₹560
Yes
₹6,340
Yes
15 Sept 2026
3 Sept 2026
12 Sept 2026
3 Sept 2026
10 Sept 2026
3 Sept 2026
3 Sept 2026 - 8 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1CONCRETING | |||||
| 1.001 | 3.15.1:Compacting Original Ground (i) Compacting original ground supporting embankment Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. | - | cum | - | - |
| 1.002 | 4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil. | 1 | cum | - | - |
| 1.003 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | - | cum | - | - |
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
finance_1468744.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.04 MB
Tendernotice_1.pdf
PDF • 0.29 MB
Tendernotice_2.pdf
PDF • 0.25 MB
Tendernotice_3.pdf
PDF • 0.26 MB
Tendernotice_4.pdf
PDF • 0.24 MB
Tendernotice_5.pdf
PDF • 0.24 MB
Tendernotice_6.pdf
PDF • 0.24 MB
Tendernotice_7.pdf
PDF • 0.97 MB
BOQ_1468744.xls
BOQ • 0.30 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .